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R2004-190 11-22-04 RESOLUTION NO. R2004-190 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS, AWARDING A BID FOR CONSTRUCTION OF WEST MARY'S CREEK DETENTION FACILITY. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That the City opened bids for construction of the West Mary's Creek Detention Facility, and such bids have been reviewed and tabulated. Section 2. That the City Council hereby awards the bid to M. Hanna Construction Company, Inc., in the amount of $8,777,176.32 Section 3. The City Manager or his designee is hereby authorized to execute a contract for construction of West Mary's Creek Detention Facility. PASSED, APPROVED and ADOPTED this the 22nd day of November , A.D., 2004. ATTEST: APPROVED AS TO FORM: DARRIN M. COKER CITY ATTORNEY TOM REID MAYOR TurnerCollieBraden Inc. Engineers • Planners • Project Managers P.O. Box 130089 Houston, Texas 77219-0089 5757 Woodway 77057-1599 Tel: (713) 780-4100 Fax: (713)780-0838 October 25, 2004 TC&B Project No. 052.511256.0003 Mr. Joe Wertz Projects Director City of Pearland 3519 Liberty Pearland, TX 77581 Re: Mobility and Drainage Bond Program West Mary's Creek Detention Facilities Dear Mr Wertz: The City of Pearland Purchasing Office received sealed bids on September 15, 2004 on the above referent project. Bids were received from three contractors. The bids received are shown on the attached Bid Tabulation. The low bidder was M. Hanna Construction Company, Inc of Sulphur Springs Texas, with a bid of $8,777,176.32. The bid were tabulated and reviewed. M. Hanna is a specialty contractor specializing in large excavation projects. I have reviewed the project with them several times The other two bidders bid $11.2 and $11.3 million and the final engineers estimate was $11.8 million. These prices reflected the market rates for this type of work with Houston based contractors. The bid included alternate materials, stainless steel and fiberglass for the stop logs in the weir structures. The fiberglass resulted in a $66,000.00 lower bid price. It is our recommendation the West Mary's Creek Detention Pond project be awarded to the low bidder M. Hanna Construction Co., Inc. in the amount of $8,777,176.32. raise—, LI es W. Keller, P E Senior Project Manager Enc: Bid Tabulation cc: Craig Hester Rod McCrary Established in 1946 Engineering Excellence for Over One -Half Century AN A E C O M COMPANY M Z 0 a 0 5 0 J J ¢ O 0 O 0 NY W O 8 O O) z Z O Z N Z m � 0 CKw Cn N < O W n „ w¢-Do U-Z�QO O � O H Z • 0 (¢i. 0 E- h Z ¢ m uJ 0 O O 2w W U (r) 2 M 1 TOTAL COST 00 00 00'O09tS 1 1 $91,350.00 oo•000ts 1 ooDoo'soo' I.$ 1 000 000 $888.00 00 00 0 0 0 0 0000 0000 $2,818.75 $19,215.00 0000 0000 $221, 920.00 0 0 $21,615.00 $135, 300.00 0 0 000000000 000000000 00'00L'LS 000 000 0 0 $141,750.00 00 ON 1 $9,415.00 0000 0000 1 $141,750.00 00 00 to (Ott' (0 00 00 O NO N U) In N EA 00.06s'Z$ 00000000 0 0 O 10 EA 0 0 t 0 N r f9 0 U) O) 0 V' CA 1 M V ('3 (O N f9 0 0 N CO (D U) fA (O R N N U) N ffl 0 0 U) N (O 0 0 O O O M r W 1004000'6e IS $41080.001 000000000) ONNOOOCION O 10 (0 CO EA N OO N 00 r .- (A O O O e O t0 O O N M (9 O V OO r- (A O In U) .- FA M t W U3 $1,550.001 000000 000000 N O) O N (A U) W (O CO EA U) O W (D fA 0 10 N 0 In N 0 L0 N 100'099' IS 00 NW WR 'to CO 00 (0 r $107.801 00 WN r O M "V N .- E9 $957.60 $840.00 $4, 846.80 0000 O M c- CO M Ei3 N- M (O 0 O O) (Q M Efi O <-- r O N� EA $2,292.64 $123.00 $1,722.00 $2,292.64 $123.00 $1,722.00 $6,222.88 $123.00 $4,674.00 $1,965.12 $123.00 31,476.00 324, 727.76 $112.50 316, 987.50 $1,293.84 $28.85 $3,115.80 $3,743.28 $28.85 $3,115.80 $1,293.84 $24.55 $2,651.40 $0.00 $0.00 $0.00 $1,150.08 $28.85 $2,769.60 329, 390.70 $1.55 $4,851.50 $27,235.55 $2,015.00 $22,467.25 $11,553.73 $2,015.00 $9,530.95 $606.32 $1,285.00 $501.15 O O 0 0 0 U) O O O O U) 0 0 O O 0 0 0 0 0 0 0 U) O O O O 6 O (O CO ui 0 't 0 0 0 00 NNO r 0 0 0 O M M V N O U N 0 0 ILOOLOODCDOON 'V 000 0 MOD In O) O 00 ON lO 6 N N M COO U) 0 O O N CO N r t 0) U) 0 O O r N N O 00 0) 0) M O) N 6 NN CO ,I N U) U) 0 r r �- (9 r r N fA d U) t) CO N U) U) U) N N� U) U) 00 (O CD N .- M M M 6605 f` N i-- (D !� U) (A r- f9 E9 .- EA f� N� M r r co U) N V N U) ffl N U) r M U) N (A EA EA fA N (f3 E!-) r r O f,A r U) O r EA W.T. BYLER CO., I M (A N 0) (A N (A K3 r 07 0 r E.fl N� fA EA (A fA V' EA r EA EA FA 0) EA fA EA rSr 69 Efl (r3 N (A r EA r 07 (9 '4 (A 0 )1 $750.00 0 0 0 (V N M O 0 00 0 09'0$ C U) 0 0 0 U) U) 0 0 0 0 $304.00 0000 000000 $4, 000.00 000000 0 0 31 _ $47,250.00 1 $155,829.751 $23.651 ° M O O 891.261 $241,500.00 0 00.009'L9l.$ 11.L I0Z'££Z$ 1RL'IOZ'£EZ$ 100'000117s1.$ to 00 O O O U) fA U) U) N (A 69 0 0 O O U7 0 M (A U) 0 O 0 U) I� $875.001 000 WOO O U) (O O o O O M $139,000.00 0000000001.0000000M00000000 0 U) N Efi O O 11) (O (O (A W N (A M N (fl O 00 d9 M N (A O 00 (fi M N (fl U) U) U) U) U) U) N N N U7 N 00 (+rj (�9 00 M y9 CO M ({) N ('') (A M N 4fl 0 N Eii $28.851 0 00000 M N 1 00 N ({� 0 M N 0 M N O 0 0 0 r r r N- V (00) 0) N N O O N 0 0 0 0 0 0000 000000 000000 0 0 O 00 U) O 0 00 r }"' O O U) O r• r' r- N N No 6066 U) O(( O b '.000000 O 6 6 pj (rj Op p r (fl r 69 `ci' O O r (H r (fl r ffl r fA ...... (A b9 b9 b9 ff} (}) (J3 OO O r U) U) E9 E9 E9 f9 cow 69 f9 07 O (O U) CO O O (D f� O) 6) r U) O (n O U) O O W U) (I) U) O U) M (0 (O U) (f) ow r 69 O U) O 07 fA U) EA r N N N N M CO N- 00 O 0 r (O N CO 0) CO 0) M 0) N N� r (A (0 (A (A (A f9 (9 EA M O EA Ef) N O r r r a r 60 r (A U („ N V' (D CD N M U) CO U) r M f9 (A (s3 (A LO NN (9 EA W M e iA UA rr V' N- l!) r (A rr- 0 r EA Z 0i fA d09 r 69 ( JAY -EL CONSULTS, LLC UNIT COST TOTAL COST o M 5 $177,988.50 O )1 $801,000.00 000 O o 0 $787,500.00, 000 3 $53, 888.00 0 0 3 $3,135.20 0000 5 $164,407.501 $27,148.55 O O 51$48,713.28 (o $45, 863.00 M O N O 3.451 $138,423.45 3.45 $168,423.45 1 O O 000 O M N Efl O (O CA �t (A (O M O r $17,584.001 O O 0 N. 0 U) (A $243, 063.74 U) N 0) (O M I� CO &) 0 r N N N- t� 00 U) 0) U) O 1, (O (A M (O U) V' 0) $161, 945.631 o V' O 0 N- V' O) M Ci U) W (O O CO ('7 EA U) C0 CO O M ('7 EA O 0 O Q) 0) U) fA O 0 O O 0) U) EA O 0 O V' N M fA O 0 N r U) I: (A O 0 O (A M 06 (fl U) CO (O O 00 M FA o 0 O W M c (A 0 1 M N- CO N 0 0 R N M O Cj 0) 0 0 h N� M O 0 0 O (r M 06 (A 0 0 O 0) M 0) EA 0 0 O 0) M 0 EA 0 0 O Cn M 0) fA 1 V' M M V' !� V EA $253.681 CO W M 0 N 69 $253.68 $3,155.041 V 0 0 U) r (�j fA V' 0 U) U) 0 N r O (�j 6969 (O U) (O N- O U) o 0 CT Cr U) N EA 0 M N r 0) V $9,334.321 N NMOM tl M 000 0 00 N� r Q7 o O O O 0 0 0 0 0 0 (O 00 M CO CO N MO 0) r 0 0) V' (O N CO (O V" N- N N U) r r O O O O R O O deb R O r O N r- U) CD CO CO V' OD V' CL) r N i U) O it $27,984 U) O 0) M O 0) U) 0) NO Rom co V r N 0 00 0 O N U) r N OMI 0 r O Cr) 0) r 0 O U) O 00 U) U) 0 $8,7C NMM CO r r r (.O r (O CO O) CO N V !� (O 0 O M V O) 0) N (D V O 00 U) CO V' r 0) r (O 0) 'Ct M (D N (O CO U) 00 r U) EA r C+j EA r e) O (0 o V r N O 6666 CY W 00 U) 0) Q1 U) N. V 0) (O 0) 0) 0) 00 0) .- V U) 00 V N CO N CT (A M r $262,471.001 $262,471.001 $323,891.26 $32: O fA M r N r r CO M (O r CO WN M U) (D CO N- r 0 fA (0 K3 r (A r (A fA r 0r r CO V' r r (A r (1) r E9 (fl co (A N69 F9 F ) 69 fA fA 0) U) (A (si W EA (0 Efi (A (si EA (0 (0 f9 0) 0) EA rr M (A 1 $311,373.50 $311,373.501 3309,671.70 $11,360.00 $2.78 10 $333,576.00 $347.22 )01 $129,556.501 )01 $142,512.151 V' (O M O 0 0 M N $1,005.36 00 N • CO e O M M M U) •I• (O M O W 0 • Q) U) o N- (0 $131, 945.63 1,9A1 i- M O N 4 O M 6 O M 0j f9 O M (P (fl M M r W M r O O M 0) H9 M M (7) 69 M M 0) (A O M 0) e O M O e M M O e O 0 O e M M Qj (A M M Qj (A M M Qj Efl O M 0 ffl O M Q) E9 (D 0 (A 6) (D 0 Q) 64 W 0 0 (A O M O f9 (T O 6 ff) 0) M 6 e 00 © W N— M (O $34.661 $163.761 $2,442.65 1 $1,036.451 W N- M (O O N M O W N M (O (O N M CD W N M W W N M (D W M W (O M M UO 0) 0 O O (�9 M O M M 0) U U) (D N - V' N H) N (O '� 0 U) 10 M U) U) 0) 0) 0) N- 0 (O 0 0) (O V' V' CD O W M CO (O fl U) r V' 0 (O O O M O N r O CO r 0) O 00 M M U) N- M ' co r 0 (O r CO 00 M (D r U) U) CO 0) N O M V N� N� r (O M (O M V' r Q) O r o 0) N� (O O t` N CO CO V' 0 CM 00 M (") U) r Nc r r CO 69 O ti O O O O O M O O M M O M U) (n CV Ti r (n CA r (O U) t` l!'i r- CO CN' N (O N O (P M O U) 0 EA (A EA EA EA E9 ( ) EA EA E9 f9 M CO 00 0) 1 (O M 0) (D O N- M CO M 0 O O U) 1 0) 1 CO 1 U) O M M 0 EA O N 0) C'7 U) M %- f9 r V• coo O r- f9 r M ifl r r' r' r- M M (O f9 'ct 0 r (A r U) r (A r (f) r (O (T) WEA E9 EA r N M M M V" N� CA o CO CO W U) o V' O Q) O O (O O V $138,/ )0 S168 r et- r fA r f9 r CO (r3 (r3 iA E9 (ri E9 Ki (s3 7 e 69 (0 N r r CO.Ef3 r r E!3 r ffi r 69 r 07 r Ef3 r• CO r to �j CO O U) N V' U) U) (O U) OD U) (O r EA M (A (A (0 (O V' f9 f9 (A (A 0) 0 EA (A r r, E9 to, e (A (9 y9 r 69 TOTAL COST 0000000 0 0 10 $595,000.00 0 0 '01 $45,880.00 000 $19, 020.00 10 $1,962.00 101 $21,924.00 0 00000 0 0000 01 $8,122.201 000 $10,622.20 $10,622.20 00 0 0 $165,215.00 00 01 $432.00 $11,788.001 0 0 R M O) ')N-N- N (A 0 0 O t N b9 0 0 00 V' M (A 0 0 [t O N 0 0 O t OO (A 0 0 O M W fA 0) (0 N r CO r (A 0 0 O 0 N t0 f9 $24,166.501 00000 0000 O O U) NC N (A CJ O 0 M V O O 0 (O N C7 N M N (A $1,577.00 $1,577.001 100.00E's$ 00 00 O O U) O V' N 07 $2, 400.00 $2,100.00 $871.50 0000000 0000000 O O 1 M M N (A O M O 0) Efl o M O O Ef3 0 0 M N F9 0 0 M N EA 0 0 M N E9 $2,100.001 000 U) (O N (p r r (A (0 N V' 00 N V' $142.801 0 V (O r (0 $1,276.801 0000000 W M O M N� r (O 0) CD M J O U) (fi 0 U) CO M N E9 0 [f 00 00 V (0 CO 0 I� N O fA N 0) I� N N (r3 $2,279.201 0 V' CO 00 $1,953.601 00 (O CO M N N e (O (f) N r V (r3 $4,125.601 $12,621.531 $662.381 CO U) 3,176.321 N M 0 CO O N co M FA 0 O O (A 0 N t� (O (O M E9 0 O (h U) (O E9 (O (O N U) N Q] N (9 0000000 0 0 0 0 U) 0 0• 0 0 0 C0 0 0 0 O N W r N- V' Or 0 00 MO 0 00 r O M ti O M 0 0 0 0 O O 'cr O M M V O 0 O O O 66 (''� N O r- U) U) CO N r- r- CA O N Mai O 0 0 .- (p 6 Z U) Olt (O 0 0 0 0) 0 0 0 O N V' Cr N r 0 N` W 0) )0 $66,0C O 0) N U) N CO V' CO U) 0 00 OW 0 00 U) N� U) M O V r co O 0 O (� M U) co 0) r (D CO C0 V' M O) V V' N- 0) M o 0) O 00 0) N OO NM r N E9 r EA r E!3 r r (O 0) M E9 O O (O O O M M N N 00 O ti CO U) M V r r r N r r (D r r' N U) M rI O CO N (O N O �- K3 (0 r- (A Mt r N N '0 $4; r (O N M f9 M t` r r O r M M (9 (si E.A N r EA r N U) EA fA V' r N N N 00 M (A N 09 M M N f9 EA r (0 r 0) 0 (A (A (A r We r U) r (A EA ( ) (0 (A (0 EA r (A r 9) (9 r (A r (A (A r (A r (0 C( (0 fn z 0 0 0 00000 0 0 0 0 0 0 0 'V 0 0 0 0 0 0 00000000 $5, 745.101 $5, 674.20 00 0 0000000 0000 0 U) !� (A 0 N M 0 0 O V' O N� (A 0 W N 69 0 N 0 U) V' 0) I� (9 0 O O 00 CO Efl 0 1 o O 0 O U) N: N Efl $143,000.001 O O O O O (O N O 1 '� O o CO M Efl 0 W M (f3 0 (D O 0 0 M ffi 0 (D O 0 O M (A 0 0 0 0 0 0 0 M N H9 0 M N (fl 0 M N Efl 0 0 M N (fi 0 0 0 0 0) V' 69 0 CO M V} 0 M M b9 0 N 00 M vi $162.801 000 N 00 M (fi M N (D r e 00 N (D $162.801 00000000000000 UW N (O 00 N (O ( N (D W M V' N CO M E9 N CO M ffi (O N M 0) O O (fl N M M 69 00 (O (O N E9 00 (D OO O N N M ITotal-Stainless Stop Planks(Excuding 43b & 65b) 1 1 $11,769,174.00 1 () 00 U) O) O) 0) N (O (D 0) r V' t` M 0) N r t` r ti r o N U) O O N M r r N Or 0 O O O (O O M O O V O O 0 0 N r 0 M r 0000 r r O M f� r r N 69 r N (f3 r N (!-3 r N (19 r N 69 r N 69 r N Efl r U) (fl r U) 69 r U) (f3 N (fl M O O p r' r' �- O M r M M N� M CD N M U) V V' CO r- r- r• Q) O N O 0 O (f) (f) U) o 1 $2,67 r E.A EA f.9 0) E9 fA E9 (si (r3 FA 00 V' (O 0) (O N- O N 0) 0) M o O 0) r U) CO N (0 U) o 00 (rj N O O O O r 64 r b9 ' M M r EH l!') O O N r (A r E9 r ffl r 69 r d9 U) t` (si U) EA 69 (0 r r N N N N N M I` 0) O M O) N - V" 0 (� O 0) 0 O U) .'� (A Efi (si EJ3 FA (A fA fA - E9 M 0) O N N N r e r e r e r fA r M (D (O r Q (0 N r M (O (O r M V' rI U) M r V' c CO V- N M fA (9 W M e (A (A (A f9 r N Lilt 't (. ) N EH r ffl r 69 2 }- 9) 0) 9) (A r r (A U) r (A fA ifl r r _ fA Z f9 40 TOTAL AMT BID 000000000 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 $11,000.00 Oa 0000 1 $1,300.00 00000000 I$152,280.00 00000 $450.00 0 $101,845.00 00'000'09 IS 00.000'09IS $138,450.00 $21,850.00 0 0 0 00 N CO N We 0 0 0 O U) N V' 0 0 0 0 W M E.9 0 0 0 0 N r W 0 0 0 0 W (A E9 0 0 O 0 M M fA 0 0 O V W Car 0 0 O 0 O O M 0 0 r 0 0 O 0 O C(') M (A 0 0 O 0 O O O 0 0 O 0 O O O 0 0 O 0 N M E9 $2, 000.00 00000000 00000000 0 M M 0 M CO 0 O 0 O 0 O O 0 W 0 0 W r' fA 0 O 0 N f9 0 M CO $2, 000.00 0 0 0 O N� N E9 0 0 0 O W CO f9 0 0 0 O W 6 fA 0 0 0 0 O N F9 0 0 0 0 O N (A 0 0 O 0 O N FA 0 0 O 0 O N E9 0 0 0 r r O r 0 0 0 N t 0 0 0 N V' 0 O O N V' o o N N� W $672.00 00000 00000 N N� (O O V' CO M W t U) N O W $855.001 000000000 000000000 0 0 0 N0 U) O CO (0 0) M N N 0 U) 1 Efl 0 M O 0 U) 10 fA O (A $480.00 000 000 O 0(00) W N (O EA O V' V' (A N 0 0 U) 0) $11,769,174.00 000000000 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 00000000 00000 0 6666666db O U) 0 0 0 0 0 O 0 6 r 00 00 O O 666666606600 o 0 0 0 0 0 0 O O O O 00 00 0000 0000 0 00000000 0 0 0 0 0 0 0 0 00 0 O U) N 0 0 O O 0 U) U) O W O O M t0 0 0 r r N r N O !� Ui O O V 69 O O O r WO N O 0 0 0 00 0000 00000000 N O W 0 O M CO r (O r r OO $1 r O (0 o O O O U) N CO r r CD N O CO [r M N (O r 0) (O 07 O M 0) M r O U) N N CO V O V C7 N: N U) v CC) (O (O r- (0 r' EA r-' E9 r (A r ( ) \IGINEER'S ESTIM= O r Q) U) r N` 0) (0 N (O r 7$ U) r N M (A r (A r M (O r O 0) 0) r V' r EA 07 f9 EA N EA EA 4A (0 U7 V' O (r3 (si r r (A 10 EA f9 N f9 U) EA r U) U) (A fA (si E9 fA f9 fA f9 EA rr fA rfA (A E9 r E9 r Efl 69 Nw e i7aea o 0 11 750.00 0 0000000 o o o o o o 0 0 00'£ 0 0 0 U) 0 Cn 0000 0000 551 40.00 0 00 0 1351 145.00 1801 _200.00 )1 225.00 730 300.00 4501 230.00 55 200.00 450.00 0 0 0 0 40, 000.00 11 15, 000.00 2,000.00 0 0 2,500.00 !I 4,000.00 11 4,500.00 000 000 00'00s'£ 7,500.00 152,280.00 0 O 45.00 30.00 00 60.00 101, 845.00 00 138,450.00 95 230.00 00 00 U) N M 1,200.00 3.50 1.00 0000000 0000000 O 0 O 0 ON 0 0 000 U) M 0 0 0 o 0 0 0 O 0 N 2,000.00 2.00 2.00 2.00 2.00 2.00 00 00 N N 2.00 0000 0000 N N N N 2.00 2.00 0 0 N 2.00 2.00 15.00 000000000000000000000 000000000000000000000 U) U) N N N U) U) U) U) U) U) U) U) U) U) U) O Ui Cf) (f)O N0 400.00 400.001 500.00 500.00 W O O O O N O M M O M 0 6O O O 0 00 00 N N r r U) U) 0 0 O 66 66 r is 0 o O r O t U) Q) U) N 00 00 ONO LO M 0 0 r r r 0 0 (O r CO„ 00oN a 00 O r r N U) ' V' N 66 4 U) r U) (Or rr 06 1 401 29,000 1 266,000 370 160,000 175,000 100,000 12,400 1 15 002 300 20 20I 210 '„ NO O O O N. 280 O 0 00 N O 0 0) M N d• N N C() (D p (D U) U) O O U) O O U) O O 8001 O O O U) O O O O U) M O 0 CM Cr O 0 M Ct O 0 0 r O 0 0 r O 0 0 r O 0 0 U) U) 0 („ (0 N 281 00 N (O M M (D M M (D M M 00 (O U) N� ON M U) V' �' CO M N CO O OO O CO O O (O M O M U) M N� �} 0) M O 0) M O r r r 00 0 0 0 0 00 r r r N r N r V' N r r r r r r V7 O) O O r M r r r r r r r r r CM r U) 0 0 O 0 V' N N (O 0) 00 r r tt r r d- r r r r 00 0 (O N M N N r Co r A r r r r r r- M r 44:r r r r Ca Q CD V CD r r D CI MN 0) LS EA LS AC LF CY CY CY 1 SY CY CY CY LF LF LF LF LF LF LF LF LF LF LF LF LF EA A EA EA EA EA EA 4' 4 LS 4 SY LS Ls LS LF 1L>' JW LF EA NLNL AC AC J LS cn J Ls 1 LF 1 ¢a W W EA EA 1 ¢ W— EA 1 ¢a¢¢ WWWW_ EA 1 EA EA 1 ¢ W EA 1 a W_ EA 1 EA 1 EA I EA as W W EA 1 aa4a¢a WWWWWW EA 1 a W_ FA 1 a W EA 1 EA 1 aaa¢a WWWWW AC 1 AC 1 AC 1 AC 1 Total -Stainless Stop Planks(Excuding 43a & 65a) 1 ~ >- } >- a a a a >- }ter a Z 0 0 0 W W W L` — O) O) W W W J J J M .W _ -- — 1Project Identification Signs Traffic Control Plan Clearing and Grubbing Remove Existing Pipe :ention Pond Excavation xcavation Excavation, Place and Compact Brine Soil -nbankment, Compaction ent, Compaction Strip Topsoil, Stock Pile, Spread and Grade Ind Dispose of Excavated Material Loaded by 4 iird Party Trucks 'Inlet 24" ACMP Outfall 18-Inch RCP Storm Sewer 24-Inch RCP Storm Sewer 36-Inch RCP Storm Sewer 154-Inch RCP Storm Sewer Sewer 166-Inch RCP Storm Sewer Sewer Sewer Sewer 8' x 8' RBC Storm Sewer 5' x 2' Cast in Place Box Sewer - Type "C" Manhole for 48" and Larger Storm Sewer Junction Box & Diversion Weir p Station 118-Inch SET 6:1 54-Inch SET 6:1 60-Inch SET 6:1 66-Inch SET 6:1 72-Inch SET 6:1 5'x5'SET 6:1 7'x3'SET 6:1 7' x 3' Headwall 8'x8'SET 6:1 )erglass lenge Mounted 18" Rock Rip Rap Graduation No. 1 4" Crushed Concrete 'oval 5-Inch Concrete Slope Paving Pump Station -Structural )ps p Station -Piping ;trical 36-Inch DIP Force Main 20' Gravel Access Road 6' Chain Link Fence 16' Double Swing Gate ire Fence h Safety ling Hydro Mulching 1Filter Fabric Fence l SWEC Weir Dam 1 Sand Spikerush Creeping Spikerush low T lower 1 Marsh Seedbox a) (a C (V Four -Square Spikerush 1 Yellow Flag Iris/Southern Blue Soft Rush (weed hree-Square (Olneys) Bulrush (a Giant Bulrush Bulrush Softstem Bulrush Fanwort Coontail Duckweed American Waterlotus lily Common Buttonbush Water Hickory berry Laurel Oak p Oak Swamp Chestnut Oak Water Oak Nuttall Oak Y Bald Cypress 1 American Beautyberry 1 Roughleaf Dougwood 1 Wax Myrtle 1 Common Buttonbush 1 O Blue Flag Iris 1 Zone A Seeding Zone B Seeding 1 Seed Mix 2861 Seed Mix 1807 1 m Backslope Swales II IC Ul ld West Marys Weir Structure Complete -I DESCRIPTION OF IT. Mobilization Lure ure L,oml :cavated Material into lion Fni West Marys Weir Structure 48" Duck Bill Check Valve I Dipose of Su East Detention Pond I and Grading m a U Oas p co N 0 O C J (a NY N w 0 P. W 3 O a Load I T Q) asca = _ (n 0) w 2 F-- F - F- I 10 12 13 15 30 43a 43b 1 46 47 50 51 () L) 1 56 NO3 U) U) 1 59 09 r W N (O 63 V' W In M CO CO W N� M CO M 0) CO O N` r N� N N M t` 74 75 76 N� N� 78 1 0) t` O CO N (O M CO 84 1 U) CO (O CO N� 00 88 89 1. O 6l r 0) N (A M Q) 94 95 1 (O (n N Q) CO (n O 0) O 00 r r r 102 103 104 105 CD 0 107 108 j Q) Or O wO `- (O t` CD O O r N M V U) CO N� M O r M U) CO t` CO 0) O r N U) M 0) N M rY r CO r N M V U) CO N� 00 (� 'V 4 Z r r r r r r N N N N N N N N N N M M M M M M M V V V t t 0 0 0 i-' r r r 1